540 EDMONDS WAY.PDF11041
540 EDMONDS WAY
TAX ACCOUNT/PARCEL NUMBER:27QS2,5c)c)-:2,(nssc)c)
BUILDING PERMIT (NEW STRUCTURE): /gc5go, t &I
COVENANTS (RECORDED)
4 -
CRITICAL AREAS: 1
DISCRETIONARY PERMIT #'S:
I
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PLANNING DATA CHECKLIST DA
SCALED PLOT PLAN DATED:
SEWER LID FEE S:
TION: 0 Conditional Waiver 0 Study Required Xrwaiver
LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
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WATER METER TAP CARD DA
LATEMP\DSrs\FonTis\Street File Checklist.doc
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RECEIPT FO.R---CE-R-TI,FI.E.D.M.AlL.—,.O�-_-(plus postage)
OSTMARK
702-09700 ��OR -DATE
00 BLANDAU, RICHARD J.
1�� 540 EDMONDS WAY
EDMONDS, WASHINGTON APP
co _9�8 00%
40 1 7
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CD OPTIONAL SERVICES FOR DDITIONAL FEES J 7A
I Shows to whom and date delivered
N - - With delivery to addressee only ......... . ]50e
:'ETCUER'PT - �� 2� Shows to whom, date and where delivered .. .
SERVICES ' With delivery to addressee only ......... .. 850
-DELIVER TO ADDRESSEE ONLY .................. ....... ........ ... .. ... ... 50J
d,
SPECIAL DELIVERY (extra fee required) ........ ........ .......... ... . I
z PS Form NO INSURANCE COVERAGE PROVIDED— (See other side)
Apr. 1971 3800 NOT FOR INTERNATIONAL MAIL Gpo a 1970 0-397_.58
'SENDER: Be'suiii to f4illow iniir
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PLANNING DATA
SINGLE FAMILY RESIDENTIAL
11 STREET FILE]
Name: Ne-x MJ
Date:
Site Address: SY0 Ed"C'
Plan Check #:
Project Description:
Reduced Site Plan ProvidedQIEY/
NO)
Zoning:
Map Page: I
I Corner Lot: (YES,9
Flag Lot: (YES 00
Critical Areas Determination #:
Study Required
Waiver
a00G — nl6a
SEPA Determination: Egemp�c
Exempt
Needed (for over 500 cubic yards of grading)
0 Fee 11 Checklist 0 APO List with notarized form
tr elt,
Side:
Rear:
(W) 251
Actual Setblaek�
Strept: Side:
chr) 5+- 1
T�
—
Detached Structures:
Rockeries:
El Fences/Trellises:
El Bay Windows/Projecting Modulation:
El Stairs/Deck:
Buildin Height
Datum Point:
Datum Elevation: + \c�o/
Maximum Height Allowed:
j��r CIA-"�CL, d 00br"hi
Actual Height, 1�
Xp—
Parking Required:
Parking Provided:
Lot Area: C)C:)
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations:
co 59�1 Joe 9C)0= q
ADU Created: (YES
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES
Comments,
")7.
Plan Review By:.
Planning Data Form 04-11-06.doc
/coN'1TiA.)-r0R IS RESPONSIBLE
FOR EROSION CONTROL AND DRAINAGE
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HEIGHT CALCS
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AVE GRADE G7roFZ1415
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City, of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
The Critical Areas Checklist contained on this forni is to
be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, or soil
surveys).
Date Received: 12- /1 �— -a,
CityReceipt#:
Critical Areas File #: 6-RA 2-,,,L,�, o16-3
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant: JZ--2--J-2frT1
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. In
addition, the applicant shall include other pertinent
information (e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, inddinri ify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I cer* that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this application on the behalf of the owner as listed below.
SIGNATURE OF APPLicANT/AGENT
DATE 12-12-2006
Property Owner's Authorization
By my signature, I cer* that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendaptV this application.
SIGNATURE OF OWNER
Owner/AppHcant:
Alex Molnar
Name
540 Edmonds Way
Street Address
Edmonds, WA 92192 99020
city State Zip
Telephone: o; 206-363-5001 h, 42S-774-9510
Email address (optional): mol narqprvi ce@qwest. net
DATE 12-12-06
Applicant Representative:
Name - -
Street Address
City State Zip
Telephone:
Email Address (optional):
#P20
Critical Areas Checklist CA File No:
Site Information (soils/ topography/ hydrology/vegetation)
1.. Site Address/ Location: -- s4n Ftimnndc. wav� Fdmonds WA 92020
2. Property TaxAccount Number: 27032500308300
3. Approximate Site Size (acres or square feet)- 2.5 acres
4. Is this site currently developed? x yes; no.
We have our home and garden on it
If yes; how is site developed?.
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
-3/ Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
u/ Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over. a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: n/a no ;Approx. Depth:
7. Site contdms areas of seasonal standing water: no Approx. Depth:
What season(s) of the year? no all seasons
8. Site is in the floodway of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
no Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed x
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: no
For City Staff Use Only
1. Plan Check Number, if applicable? NO YAP, +b wyj JL/
2. Site is Zoned? P7 3
3. SCS mapped soil type(s)? k_ArVYT,1U(- a rA V-C ( LA 011VI 10a t4 012r-
& OL t im-y� 9 KANV ('15 4)AIV, 00a'-M '6 12f-c-
4. Critical Areas inventory or C.A. map indicates Critical Area on site? Nmf'c' tw�x'
5. Site within designated earth subsidence landslide hazard area? -Ut) — �okA� 1!21A V1 a ot
10 MO�Y-f,+�yLOLV dt*c��iylxhpyi
DETERMINATION
STUDY REQUIRED X CWAIV)E
Reviewed bv: C-i I Y1 0 (,t) (,(-� a Date: I,],, 1 7- 1 12/ 0 OLP
10W BUILDING, PERMIT Appl. No... I ...... . ..
limit, e
E guilding Department Permit on' y�ar'.
iz:�, ei-eby, made for a permit to construct the following work, in accordance with the. acccim,
specifications. Two sets are submitted herewith for approval.
ter. Off -St.
... .... . .......
........... .... ....... .................................................................. Parking
'�Const. t e ............................... Use zone ...... --------- Fire zone .................
yp
................................................ Aot ......................... Blk ... I .... ................. Addn .........................
. . ... ............ Area ........................................... Septic tank...-dl
i77..........
rron L ............. ............. r. side ............................. 1. side ................ . ........... rear ...............................
.......................... Address ................................ el. No .... .......... ........ . .
. ............................
... :;�)Addres& ......... -'p . . ............ Tel, No ..........................
-No ..........................
........................................................... Acidress ......................... .......................... Tel.
F,,- 4w �memarx&.:*.*...;..;� .........................................................................................................................................................
'V4,,The';,A&v�eis correct stat6aent, and i agree to comply with all applicable Codes and Statc laws regulating this
- 67"
.............. ...... e_i�p ......
ined 6;Ainer/Agen
Address...j .... vz-� -
QN21
"for,'the,abbve.- rk-' hereb approv6d, subject to the above conditions, and-to'Lompliahce with�ib�e.
wo Ls
y
proved pla mi and specification.,�,�nd Building Department notations thereon*-
Valu�ation ..... ........................ Permit fee ..... .............. Recd. by
g Department, By .............. e ........ !�z ....................... .
Bui!din' ............ iVK .................... ................... Dat
INSPECTM RECORD
Fdn, OK ............................................ Frame, OK .................................................... Final, OK ..................................
This Permit does not cover Plumbing, Sewer or Electrical installations.
HEIGHT CALCS
A = 117
B = 115
C = 114
D = 117
AVE GRADE 115.75
ACTUAL 1 t It 16
t
MAX ,�---130.7
=DATUMP�OINT
MAN HOLE COVER
770
AU.6 311 igg
PERMIT CodNT411
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TEL: 363-5001 (office
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Critical Areas Checklist
Site Information
Project Name: Permit Number:
Site Location: 5iV 2S& o k
S R),q7\,/ Property Tax Account Number. P6o? 5,3 -0 �"5 —00
Approximate Site Size (acres or square feet):
Have you filled out a Critical Areas Checklist for a project on this site before? 6—�o
General Site Conditions
1. Has the site been cleared or logged? 4R- Date of most recent action:
Soils / Topography Eve#49ci rcr,/ c [it -,�- /0 q w-,
2. In the Snohomish County Soil Survey, what is the mapped soil ty�s)? 0 - '6 t vi c 4UJ"� AP "I�,Q 15,
3. Describe the general site topography. Check all that apply.
V/ Flat less than 5 feet elevation change over entire site.
Rolling- slopes on site generally less than 15% (a vertical rise of 10 feet over a
horizontal distance of 66 feet)
Hilly: slopes present on site o
of 10 feet of horizontal distan
Steep: grades of greater than .�
Comments
130% ( a vertical rise
Hydrology/Vegetation
4. Site contains areas of year-round standing water
5. Site contains areas of seasonal standing water 9("� _.Approx. Depth:
6. Site is in the floodway floodplain of a water course.
7. Site contains a creek or an area where water flows across the grounds surface? /V(-') flows
are year-round? Flows are seasonal?
8. Site is primarily: forested /Vt�, meadow shrubs _ ;mixed
9. Obvious wetland is present on site: I;n
10. Wetland inventory or map indicates wetland present on site: A�V
11. Critical Areas inventory or map indicates any Critical Area on site: aP
Foe-City.Use Only
.Rey.3f27192
STREET FILE
jut 2 2 199
& 9 0 - 19 4 -
City of Edmonds
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is to be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior
to his/her submittal of a development permit
to the City.
The purpose of the Checklist is to enable
City staff to determine whether any potential
Critical Areas are or may be present on the
subject property. The information needed to
complete the Checklist should be easily
available from observations of the site or
data available at City Hall (Critical Areas
inventories, maps, or soil surveys).
An applicant, or his/her representative, must
fill out the checklist, sign and date it, and
submit it to the City. The City will review -
the checklist, make a precursory site visit,
and make a determination of the subsequent
steps necessary to complete a development
permit application.
With a signed copy of thi's fo rm, the
applicant should also submit a vicinity map
of the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition, the applicant is
encouraged to include any other pertinent
information or studies in conjunction with
this Checklist to assist staff in completing
their preliminary assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
A /
V7 16DX 4 / /JL* Ke 5 //v/,) A
Narne
01,
Title
v
Street Address
F,
City, State, ZIP Phone
L2(i
Signature Date
Applicant Representative:
Narne
Title
Street Address
City, State, ZIP Phone
Signature Date
7be City of Ech"onds
OWNER------- --- ............... CONTRACTOR .................... ............. ........ ---------------------------------- PERMIT NO - --------------------
JOB ADDRESS
-------- I ..... ----- ------------- d"--- LEGAL DESCRIPTION: LOT NO . .......................... I ----------- BLOCK NO . ..........
............................................................................................. - ------------------------------------------------------------------
NAMEOF ADDITION ----- ............ ................................................... ................................... ............
LU
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0 T <!��,,s -
14-�/4/76
Awroved:
DATE .......
IV
11�)o
'7
CHANNELIZING DEVICE SPACING (FEET)
I&M
APER
TANGENT_
SO/To
40
80
35/45
30
60
25/30
20
40
0 00
o'
RIO,
E
LD
mm3ats
M/G.i7z XAC
Notes:
1. All signs and spacing shall conform
to the MUTCD and City of Edmonds specs.
2. Work zone is 500'n/o 226 5T SW
& 20'w/o c/I SIR 104
3. Flaggers will control alternating
one-way traffic.
4. Alert affected residents and businesses
5. Channelizing devices are 28" cones.
6. All signs are 48" x 48" B/O
unless otherwise specified.
SEQUENTIAL
ARROWBOARD
RIGHT LX
r
'LOSED
AHEAD
W4-21-
36" x 24" BM
--j SIDEWALK I
CLOSED
R5-8
LEGEND
WORKAREA
28" TRAFFIC CONE
TRAFFIC FLOW
Pilchuck Contractors, Inc.
Job #107012780
.3 May 02
Sheet 1 / 1
J. Buss
National Barricade Co
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JUN-14-02 15:29 FROM- T-091 P-003/003 F-479
Tying into existing 6" STW IP main at 3'depth and 18' Wea of Edmonds Way, and 133'
south of the monument on Edmonds Way, which is located 585, north of the centerline of
the intersection of 226 St SW and Edmonds Way- Extending proposed 2" PE IP main
nofflmiy 610' at 3' deep, 24' wen ofthe centerline ofEdmonds way. The Row width is
90' at the tic in location, and widens to 100' at end o:fprqject. The pavement width is 72"'.
The travel way from fogline to fogline is 64'. The main will be installed in the cenW of
the right hand lane on the West Side ofEftonds Way. The Ifighway is two lam eMer
direction with a turn lane, ad sidewalks on fter side- There is no ditch. The method
of construction will be directional bore. The bore pirwill be located at approAmately
610' wrth of the monument on Paradise L=e and 24' west of the centerline on Edmonds
Way. It will be approximately 3' X 7' X 4' deep. The bore pit will be filled with crushed
compacted rock and temporary asphaft every evening. The dura4on of construction will
be 4 days.
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n 0.7= ................
2- EDMONDS FERRY TERMtNAL TO 57M AVENUE
3: no,
S"000"M coumy
RIGHT OF WAY f LIMITED ACCESS
c,:Ilco 0
N 0 ALL BEARNNGS AN0 DISTANCE.5 PARTIALLY CONTROLLED
STA.60-00 TO STA.81-53.34
EDMONDS CITY LIMIT L_ e PRECEDED BY AN -ASTERISK ARE
TAKEN FROMT17LE 'REPOR75 Ar4D/OR TTAT1.1,40ONWAT
C U 12 V E 0 A, 7 A. I" Acc a as -rc, ba Pcec'-pe, 1UPA.&TMENT C)OM
PLA`T MAPS. JIGHWATI
PIZAC)PERNY ovvNEwAIP t,1VMI)EA3 OL UPLA. WAS KPOTC10i
P. 1. STAT I
PR 0 P E PtT LIk93 . ... .............
AR 65-50.66 51' 5q'56- 16`11'."00' 4.09.
AL 69 �45.94 75- 59- 35" 500-00, 57b.75- 64571- t
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IA� 74,-.58. 1 451� 75'
��,_76 4,07-14 63* 59' 00' q55.94', 596.51-1 1066-59' - _0�_��j JG..G,y 9.1969
No.
a Front. I& Road Curn-Outis 400, SUn 4 Or 7 Stani'
Designated for Limited ACC965 C-1-1 by
SOUTH PARK ADDITION vvoODWAY PARK Vtl&HLANL)5 V*,RK Commission ResolvIlion No 197T June 17. 1966.
i. 10 A-49i (6- _11 RIWL�!
0 q! � Y D Al2'r E SUBSeQUENT APPieciVAL 'y I
REGARDING:
540 Edmonds Way
16_:� - o 9 76 0
(address)
R E C 0 R
D 0 F C 0 N T A
C T S
DATE
NA�E, PHONE NO. , &
ADDRESS of CALLER
COMMENTS ACTION TAKEN
INITIALS
5/l/74
Richard Blandau.
Certified Letter No. 406378 sent Letter received.
TE
requiring hook-up within 60 days.
S/74
Received copy of easement between
TE
Blandau and Olympic View Water District
granting easement to OVWD. This,
therefore,, waivered their hook-up
fee.
2/4./76
by Larry Ogle.
JT
00
0 0
'k
F. M ROBERTS
JAMES P. WETER (1877-1959)
HAROLD S.SHEFELMAN
VICTOR D. LAWRENCE
JAMES GAY
ROBERT G-MOCH
JAMES C. HARPER
GEORGE M. MACK
BRIAN L,COMSTOCK
TO M OTHY R. C LIFFORD
LEE R.VOORHEES,JR.
CHARLES PINNELL
LAW OFFIr-ES
ROBERTS, SHEFELMAN, LAWRENCE, GAY & MOCH
(WETER, ROBERTS & SHEFELMAN)
18!8 IBM BUILDING .
SEATTLE,WASHINGTON 98101
January 25, 1968
Olympic View Water District
23725 Edmonds Way
Edmonds, Washington 98020
Gentlemen.-
� We are enclosing herewith a sewer easement
granted by Dr. and Mrs. Richard J. Blandau to the
Olympic View Water District.
The terms and conditions of the granting of
the easement are essentially set forth on the second
page thereof and are self-explanatory. It should
be noted that the permanent easement runs through a
heavily -treed area and the trees for which compen-
sation is being paid are those within the permanent
easement.
It would be advisable for the District to
careful,ly supervise the construction when it is done
in this area to avoid damaging trees outside the'
permanent easement.
Very truly yours.,
ROBERTSj, SHEFELMANs LAWRENCE,,
GAY & MOCH
By
Charles Pinnell
CP:n
cc: Dr. and PIrs. Richard J. Blandau
cc: Reido Middleton and Assoc . iates, Inc.
Enclosure
TELEPHONE
MAIN 2-1818
AREA CODE 206
City of Edmonds Permit No: 6T-6q4
RIGHT-OF-WAY CONSTRUCTION PERMIT issue Date:
A. Address or Vicinity of
B. Type of Work (be specific.
C. Contractor:
MailingAddress: 1-51"0
StateLicense#: T%LCR(
WkPhon:�0A19,AZ36e
Liability Insu?Vce:- B9fid: $
D. Building Permit # (if applicable): Side Sewer Permit le):
E. r-1 Commercia F1 Subdi * ion F1 Ci Project El EU PUD, VERIZON, PSE, AT& T, OVWD) *
E] ulti-Famil El Single Fa ily El Other
INSPE TOR:
F. PAVEMEN UT: YES LJ NO SIZE OF CUT x
CONCRETE T: YES El NO
AlI'LICANTTO IZEAI) ANI) SIGN
IND TY. Applic t unders Js by his/her signa ure to this application helshe holds the City of Edmonds harmless ftom
s criDti
la k
injuries, da"' es or cla s of any ki cription whatsoever, foreseen or unforeseen, that may be made against the City. of
Edmonds or any s dep rtments or 'employees, including but not limited to the defense of any legal proceedings including defense
costs and attorney�fees son ofgra.nting this permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND AJATERJALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS
COMPLETED BYCITYFORCES, AT WHICH TIMEA DEBITOR CREDIT FULL BEPROCESSED FOR ISSUANCE TO THEAPPLIC4NT.
X",
* Traffic control and public safety shall be in accordance with, City regulations as required by the City Engineer. :Every
i ib� and must have certification verifying completion of the
flagger must be trained as required by (WAC) 296-155.
1 1 �� �: ,
,,,r quited.1raining in their possession.
* Restoration is to be in accordance with City codes. All stiget-cut trench work shall be patched with asphalt or City -
approved material prior to the end of the workday - NO E CEPTIONS.
Three sets of construction drawings of proposed work are re'auired with the permit application.
A
CALL DIAL -A -DIG (1-800-424-5555 RIOR TO BEGINNING WORK'
I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE
THA TPMUSTMAKE THE PINK COPY OF THE PERMITA VAILABLE ONSITE A TALL TIMES FOR INSPECTIONS
Signature:
(Contractor or Agent)
Date:
FORCITY, USE ONLY 4#6 are -
Approved by: Right-of-way Fee: —
Time Authorized: Void After 1(.P/*0*z- Disruption Fee/Fund I 11:
Special Conditions: WrlhapdoJ Restoration Fee:
T
51MM IAA *WZE, 1, \W ei�- Total Fee:
J Ae—e. A% A— 1r, A0.1— lrb --- :—.& XT_
UPON COMPLETION OF PERMI ' TTED WORK, AN ENGINEERING FINAL
INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS
COMMUNITY DEVEILOPMENT CODE (Phone 425-771-0220, Ext. 1326)
FINAL APPROVAL OF PERMITTED WORK. DATE:
Inspector's Signature
For inspection requirements see Engineering Inspection Information handout.
NO WORK SlIAL1, III-JAN 1'R101Z TO I'EIZMIT ISSUANCE
DAMy Documents\Forms\Engnrng\ROWpermit—.doc
00 0 0
EASEMENT
IN CONSIDERATION of the benefits to accrue to the Grantors herein
by reason of the construction and establishment of a sanitary sewer system
and for other valuable consideration, receipt of which is hereby acknowledged,
RICHARD 1. BIANDAU and OLIVE L. BLANDAU, his wife (hereinafter referred
to as "Grantors"), hereby grant to OLYMPIC VIEW WATER DISTRICT, Snohomish
County, WashIngton, a municipal corporation (hereinafter referred to as
"Grantee"), a permanent easement for the installation,, operation, and main-
tenance of a sanitary sewer line or lines, and appurtenances thereto, over,
across, through and under the following described property, together with
the right to remove tree3t bushes, undergrowth and other obstructions inter-
fering with the location, construction and maintenance of those sewer lines.
The easement and right-of-way hereby granted is located In Snohomish
County, Washington, and Is more particularly described as follows:
A strip of land 10 feet In width, S feet on either side of the following
described centerline: i.
Beginning at the Northwest Corner of the North Half of NW 1/4,
SW 1/4, SW 1/4 of Section 25, T27N, RM W.M.; Thence South
along Westline 331.83 feet; Thence East along South line 281.82
feet to the True Point of Beginning of said easement; Thenco N 3810-
13k34. li"' E 6.28 feet, Thence N 41051'30" E 297.38 feet to the
Southwesterly margin of Edmonds Way, the terminus of said ease-
ment.
Together with the South 10 feet of the East 67 feet of the West
333.77 feet of the North Half of the NW 1/4, SW 1/4, SW 1/4 of
said Section 25.
Grantors also grant to Grantee the right of Ingress and egress over,,
on and to the above -described easement for the purpose of constructing,
reconstructing, repairing, replacing, maintaining, operating, and Inspecting
the sewer line or lines therein, together with a temporary construction ease-
ment at. a reasonable distance on either side of the aforesaid easement for
J
construction purposes, which temporary construction easement shall terminate
upon acceptance by Grantee of the construction work within that easement.
Grantors further agree that they will not construct any permanent structure
over$- upon or within the permanent easement.
Subject to the above, Grantee agrees:
1. to restore the area of the temporary construction easement and
permanent easement to substantially the original condition thereof
immediately prior to any construction, maintenance and repair of
those sewer lines;
2. to pay the Grantors the sum of Three Hundred Seventy-one
Dollars. ($371.00) as compensation at $.10 per square foot in
consideration of granting the easement;
3. to. pay the Grantors the sum of Five Hundred Dollars ($500.00)
as compensation for trees which will be destroyed during sewer
construction and not replaced under the restoration agreem6nt in
paragraph I above;
4. that the Grantors will not be assessed by the Grantee or the
City of Edmonds for the sewer line and will not be required to pay
a hook-up charge In the event that Grantors desire to connect to
that sewer line; and
5. to supply a "wyell at the time of construction free of charge
to facilitate the Grantors' hooking Into the sewer line.
This easement shall be binding and be for the benefit of Grantors and
Grantee and their respective assigns and successors In Interest.
DATED this day of 1968.
_775
R1�6rd J. Blandau
STATE OF WASHINGTON SS
COUNTY OF KING
Olive L. Blandau
On this day personally appeared before me RICHARD J. BLANDAU and